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Parameter identification for on‐line model updating in hybrid simulations using a gradient‐based method
Authors:Ming‐Chieh Chuang  Shang‐Hsien Hsieh  Keh‐Chyuan Tsai  Chao‐Hsien Li  Kung‐Juin Wang  An‐Chien Wu
Institution:1. National Center for Research on Earthquake Engineering, Taipei, Taiwan;2. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan
Abstract:To improve the efficiency of model fitting, parameter identification techniques have been actively investigated. Recently, the applications of parameter identification migrated from off‐line model fitting to on‐line model updating. The objective of this study is to develop a gradient‐based method for model updating to advance hybrid simulation also called hybrid test. A novel modification of the proposed method, which can reduce the number of design variables to improve the identification efficiency, is illustrated in detail. To investigate the model updating, simulated hybrid tests were conducted with a 5‐story steel frame equipped with buckling‐restrained braces (BRBs) utilized in the shaking table tests conducted in E‐Defense in Japan in 2009. The calibrated analytical model that was verified with the test results can serve as the reference model. In the simulated hybrid tests, the physical BRB substructure is numerically simulated by utilizing a truss element with the 2‐surface model identical to the part of the reference model. Such numerical verification allows simulation of measurement errors for investigation on the performance of the proposed method. Moreover, the feasibility of sharing the identified parameter values, which were obtained from the physical substructure responses, with the relevant numerical models is also verified with the artificial component responses derived from the physical experiments.
Keywords:buckling‐restrained brace  gradient‐based method  hybrid simulation  model updating  optimization  parameter identification
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